Experimental Study on the Mechanical Properties of Nylon Fabric-Reinforced Elastomeric Isolators (N-FREIs)

被引:0
|
作者
Wu, Yifeng [1 ]
Fan, Kai [1 ]
Li, Aiqun [1 ,2 ]
Sha, Ben [3 ]
Si, Mingfei [1 ]
Lu, Song [1 ]
Wang, Hao [2 ]
机构
[1] Beijing Univ Civil Engn & Architecture, Sch Civil & Transportat Engn, Beijing 100044, Peoples R China
[2] Southeast Univ, Sch Civil Engn, Nanjing 210096, Peoples R China
[3] Nanjing Forestry Univ, Coll Civil Engn, Nanjing 210037, Peoples R China
基金
中国国家自然科学基金;
关键词
Seismic isolation; elastomeric isolator; nylon fabric; mechanical property; experiment; FIBER; BEARINGS; COMPRESSION; STIFFNESS; SYSTEMS;
D O I
10.1142/S0219455425500208
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent decades, carbon fiber, glass fiber, polyester and Kevlar fiber have been utilized to replace the steel shims in conventional steel-reinforced elastomeric isolators (SREIs). This study chose nylon fabrics owing to their extreme low cost, low elastic modulus and good adhesion to rubber, and nine nylon fabric-reinforced elastomeric isolators (N-FREIs) were manufactured with different design parameters. Compression and compression shear tests were, respectively, conducted to investigate the mechanical properties together with their influential factors of the N-FREIs. Results show that the vertical load-carrying capacity of the isolator is high enough to sustain a compressive stress of 10MPa without visible damage. The compressive stiffness of N-FREI is much smaller than that of SREI, and the vertical damping ratio under cyclic compression reaches up to 7%. In the compression shear tests, the shear stiffness of the isolator first decreases and then increases as the shear strain increases within 300%, and the equivalent damping ratio varies between 9% and 14% for different sizes of the isolator. Additionally, due to the flexibility and extensibility of the low modulus nylon fabric, both vertical and horizontal stiffness decrease a bit with an increase in the number of fabric layers. Finally, a formula for calculating the horizontal stiffness of N-FREI is proposed, it provides a comprehensive mathematical model to predict the behavior of the N-FREI under horizontal shear conditions.
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页数:20
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